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BETTER BUZZ SANTA ANA Level Name ROOF AL <br />AMOR ARCHITECTURE CORP.Level #1 Direction 1/28/2025 <br />J24373 Lateral Line 1 E-W Page: <br />SEISMIC LOAD <br />ρ =1.0 <br />Story Load 3.3 psf <br />Area SF Factor Load (lbs)WIND LOAD <br />1 230 1.0 765 Load Type L Worst Case Load Type R Worst Case <br />2 0 Load (plf)68 Load (plf)68 <br />3 0 Length L (ft.)0 Length R (ft.)8 <br />4 0 Load L (lbs.)0 Load R (lbs.)509 <br />Total/2 = Seismic Load 382 lbs.Total/2 = Wind Load 254 lbs. <br />Line Load (lbs.)Offset Factor Adjust. Load Line Load (lbs.)Offset Factor Adjust. Load <br />0 0 0 0 0.0 0 <br />0 0 0 0 0.0 0 <br />0 0 0 0 0.0 0 <br />0 0 0 0 0.0 0 <br />Total Add. Load 0 Total Add. Load 0 <br />Total Seismic Load =382 lbs.Total Wind Load =254 lbs. <br />Segment 1 Total Shear <br />Length (ft.) <br />L 14 14 <br />H 14.5 <br />Load Ratio 1.00 <br />Load E 382 lbs. <br />Adj. Load E lbs.By Ratio <br />Load W 254 lbs. <br />Adj. Load W 182 lbs.CBC 2306.3 <br />Unit Shear E 27 plf <br />Unit Shear W 13 plf <br />27 PLF USE #1 Shear Wall Capacity = 260 plf 3640 <br />OVERTURNING <br />OTM E 5544 #-ft. <br />OTM W 3687 #-ft. <br />Wall Weight 16 psf <br />Wall UDL 232 plf <br />Unif. DL 45 plf <br />Concen. DL lbs. <br />CDL loc.ft. <br />DL Moment 27146 #-ft. <br />DL Mom. E 12958 #-ft. <br />DL Mom. W 16288 #-ft. <br />Net OT E -7415 #-ft. <br />Net OT W -12600 #-ft. <br />UPLIFT <br />Uplift E -530 lbs. <br />Add. Uplift E lbs. <br />Uplift W -900 lbs. <br />Add. Uplift W lbs. <br />Tot. Uplift E -530 0 0 0 0 0 0 0 lbs. <br />-900 0 0 0 0 0 0 0 lbs. <br />* <br />* - No HD required, by inspection <br />L-18